S. Teixeira De Freitas
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14 records found
1
Spider silk exhibits remarkable fracture resistance due to its molecular architecture, which incorporates sacrificial bonds and hidden lengths (SBHL). Upon loading, the sacrificial bonds rupture first, followed by sequential unfolding of the hidden lengths in protein chains, dissipating significant energy without catastrophic failure. Inspired by this mechanism, this thesis introduces and validates the SBHL toughening concept for structural epoxy, providing a foundation for future engineering applications......
The research presented in this thesis started with the fabrication of spider silk-inspired structures. To replicate the natural SBHL toughening mechanism, polymeric overlapping curl (OC) fibers with sacrificial bonds and hidden lengths were 3D-printed using the liquid rope coiling effect. Three polymers—polylactic acid (PLA), liquid crystal polymer (LCP), and polyamide 6 (PA6)—were employed. Uniaxial tensile tests characterized the effects of geometry, post-treatment, and material properties on the OC mechanical responses. Results showed that single-sided OC fully unfolded, whereas double-sided curls failed prematurely. Post-treatments combining heat and pressure enhanced the load-capacity of sacrificial bonds by up to 77 %, but introduced defects in the fibers that caused premature failure and reduced toughness by up to 67 %. To ensure the complete hidden length unfolding and improved toughness, polymers with either high fracture strength (e.g., LCP, 311MPa) or high fracture strain (e.g., PA6, >2) were found essential, achieving toughness increases of 32% and 46 %, respectively.... ...
Spider silk exhibits remarkable fracture resistance due to its molecular architecture, which incorporates sacrificial bonds and hidden lengths (SBHL). Upon loading, the sacrificial bonds rupture first, followed by sequential unfolding of the hidden lengths in protein chains, dissipating significant energy without catastrophic failure. Inspired by this mechanism, this thesis introduces and validates the SBHL toughening concept for structural epoxy, providing a foundation for future engineering applications......
The research presented in this thesis started with the fabrication of spider silk-inspired structures. To replicate the natural SBHL toughening mechanism, polymeric overlapping curl (OC) fibers with sacrificial bonds and hidden lengths were 3D-printed using the liquid rope coiling effect. Three polymers—polylactic acid (PLA), liquid crystal polymer (LCP), and polyamide 6 (PA6)—were employed. Uniaxial tensile tests characterized the effects of geometry, post-treatment, and material properties on the OC mechanical responses. Results showed that single-sided OC fully unfolded, whereas double-sided curls failed prematurely. Post-treatments combining heat and pressure enhanced the load-capacity of sacrificial bonds by up to 77 %, but introduced defects in the fibers that caused premature failure and reduced toughness by up to 67 %. To ensure the complete hidden length unfolding and improved toughness, polymers with either high fracture strength (e.g., LCP, 311MPa) or high fracture strain (e.g., PA6, >2) were found essential, achieving toughness increases of 32% and 46 %, respectively....
Tow-Based Discontinuous Composites for Toughening Adhesively Bonded Composite Joints
Experimental investigation on the influence of UD/TBDC ply hybrid CFRP substrates on the mode I fracture toughness
For CFRP laminates, Double-Cantilever Beam (DCB) samples were tested across three configurations: a non-toughened baseline and two TBDC-toughened variants. Based on previous research, three DCB configurations identified as the most promising for leveraging TBDC toughening in adhesive joints were tested. The [90/45/-45/TBDC/0]s and [90/60/90/-60/TBDC/0]s laminate substrates were bonded with the low-toughness adhesive Araldite 2015-1, while the [0/TBDC/90_2/0]s substrate was bonded with AF 163-2U, a high-toughness adhesive.
TBDC-toughened CFRP laminates demonstrated up to 130% higher fracture toughness compared to non-toughened counterparts. This was due to TBDC material crack propagation mechanisms such as crack branching, deflection, and fiber bridging.
In adhesively bonded joints, TBDC interleaves in CFRP substrates enhanced the decay of fracture toughness in specimens where cracks deflected from the bond line into the substrate, leading to a less abrupt reduction after reaching peak values. Joints with low-toughness adhesive exhibited more than a 100% increase in crack length from peak fracture toughness to the final value compared to non-TBDC-toughened substrate joints. Meanwhile, joints with high-toughness adhesive demonstrated toughness values 150% to 750% greater than those observed in non-toughened configurations at comparable crack lengths.
These findings highlight the potential of TBDC interleaves to enhance joint toughness, presenting new pathways to improve the safety of composite bonded structures.
...
For CFRP laminates, Double-Cantilever Beam (DCB) samples were tested across three configurations: a non-toughened baseline and two TBDC-toughened variants. Based on previous research, three DCB configurations identified as the most promising for leveraging TBDC toughening in adhesive joints were tested. The [90/45/-45/TBDC/0]s and [90/60/90/-60/TBDC/0]s laminate substrates were bonded with the low-toughness adhesive Araldite 2015-1, while the [0/TBDC/90_2/0]s substrate was bonded with AF 163-2U, a high-toughness adhesive.
TBDC-toughened CFRP laminates demonstrated up to 130% higher fracture toughness compared to non-toughened counterparts. This was due to TBDC material crack propagation mechanisms such as crack branching, deflection, and fiber bridging.
In adhesively bonded joints, TBDC interleaves in CFRP substrates enhanced the decay of fracture toughness in specimens where cracks deflected from the bond line into the substrate, leading to a less abrupt reduction after reaching peak values. Joints with low-toughness adhesive exhibited more than a 100% increase in crack length from peak fracture toughness to the final value compared to non-TBDC-toughened substrate joints. Meanwhile, joints with high-toughness adhesive demonstrated toughness values 150% to 750% greater than those observed in non-toughened configurations at comparable crack lengths.
These findings highlight the potential of TBDC interleaves to enhance joint toughness, presenting new pathways to improve the safety of composite bonded structures.
The occurrence of barely visible impact damage (BVID) in aircraft composite structures, especially in adhesive joints, is a serious issue that can jeopardise an aircraft's structural safety during operation. However, virtual testing and numerous numerical approaches allow high-fidelity simulation of damage initiation and propagation in adhesives and composite adherends to predict the residual strength of the bonding accurately. Although the development is fast, accurate impact simulation is still computationally very expensive and thus not applicable in industrial cases where behaviour needs to be analysed to assess the structures' design, maintenance and repair.
This thesis investigated two topics that allow robust and accurate simulation methods to assess the effect of manufacturing and impact damage on the residual strength of bonded joints. The first topic is related to the development of the composite material damage model, where the multiscale material model is created by the use of a representative volume element (RVE). The second topic of simulation methodology is the development of the quasi-static simulation approach for the damage tolerance assessment of bonded joints. Modelling approaches to simulate residual strength are investigated through the finite element modelling of three groups (i) pristine, (ii) artificially damaged during manufacturing, and (iii) impacted bonded joints. In the numerical models, an approach based on the observation of the fracture surface of single-lap joints in different geometry and layup configuration is proposed in which the damage assessment focuses on the bondline area up to the first 0° ply. For the modelling of the damage in joints, two modelling techniques were studied, first removing elements in the damaged area and second detachment of the elements. Utilising those techniques, simplified approaches to model damage resulting from the impact were studied, with the modelling of impact damage as a hole, where all through-thickness elements are deleted and as delamination, where interlaminar cohesive zone elements are deleted.
The developed multiscale material model allowed for an accurate representation of failure modes occurring in the composite material by the characterisation of elastic, damage and plasticity parameters of the fibre and matrix constituents in the homogenisation and inverse characterisation process. The results showed that the deletion of the elements can be used to represent defects and damage of different kinds in the composite bonded joints, both in the adhesive and adherend. The comparison of different representations of the impact damage in the single lap joint configuration revealed that the best prediction in terms of the ultimate load, failure mode and size of the model is obtained with the simplified representation as a single delamination positioned before the first 0° ply in the layup and in the studied adherend configuration that was between the first (45°) and second (0°) ply in the layup. The study ends with the conclusion that in different geometries of single lap joints and different damage types studied, a numerical analysis should focus on the region of the overlap edge and in the thickness direction from the bondline up to the first 0° ply in the lay-up. The results and numerical method developed during this thesis create a base for the further investigation of a variety of impact cases on bonded joints. ...
The occurrence of barely visible impact damage (BVID) in aircraft composite structures, especially in adhesive joints, is a serious issue that can jeopardise an aircraft's structural safety during operation. However, virtual testing and numerous numerical approaches allow high-fidelity simulation of damage initiation and propagation in adhesives and composite adherends to predict the residual strength of the bonding accurately. Although the development is fast, accurate impact simulation is still computationally very expensive and thus not applicable in industrial cases where behaviour needs to be analysed to assess the structures' design, maintenance and repair.
This thesis investigated two topics that allow robust and accurate simulation methods to assess the effect of manufacturing and impact damage on the residual strength of bonded joints. The first topic is related to the development of the composite material damage model, where the multiscale material model is created by the use of a representative volume element (RVE). The second topic of simulation methodology is the development of the quasi-static simulation approach for the damage tolerance assessment of bonded joints. Modelling approaches to simulate residual strength are investigated through the finite element modelling of three groups (i) pristine, (ii) artificially damaged during manufacturing, and (iii) impacted bonded joints. In the numerical models, an approach based on the observation of the fracture surface of single-lap joints in different geometry and layup configuration is proposed in which the damage assessment focuses on the bondline area up to the first 0° ply. For the modelling of the damage in joints, two modelling techniques were studied, first removing elements in the damaged area and second detachment of the elements. Utilising those techniques, simplified approaches to model damage resulting from the impact were studied, with the modelling of impact damage as a hole, where all through-thickness elements are deleted and as delamination, where interlaminar cohesive zone elements are deleted.
The developed multiscale material model allowed for an accurate representation of failure modes occurring in the composite material by the characterisation of elastic, damage and plasticity parameters of the fibre and matrix constituents in the homogenisation and inverse characterisation process. The results showed that the deletion of the elements can be used to represent defects and damage of different kinds in the composite bonded joints, both in the adhesive and adherend. The comparison of different representations of the impact damage in the single lap joint configuration revealed that the best prediction in terms of the ultimate load, failure mode and size of the model is obtained with the simplified representation as a single delamination positioned before the first 0° ply in the layup and in the studied adherend configuration that was between the first (45°) and second (0°) ply in the layup. The study ends with the conclusion that in different geometries of single lap joints and different damage types studied, a numerical analysis should focus on the region of the overlap edge and in the thickness direction from the bondline up to the first 0° ply in the lay-up. The results and numerical method developed during this thesis create a base for the further investigation of a variety of impact cases on bonded joints.
Damage progression on fiber reinforced polymer (FRP) adhesively bonded single lap joints (ABSLJ) under quasi-static tension
Implementation of a 3D continuum damage model in UMAT to predict: global behavior, damage initiation and propagation until final failure, for different adherend layup configurations
A well-established set of Damage Progression Models (DPMs) in the framework on the Continuum Damage Models (CDMs) were developed as a tool to predict the global response,damage initiation load and ultimate load of the specimens. Hashin 3D, Puck and LaRC05 werethe implemented failure criteria to detect the initiation of damage in the adherends. After thispoint, the elastic properties of the detected damage elements were reduced according to sudden and gradual material degradation models. As for the adhesive, the von Mises criterion was used to detect the damage onset and a linear softening law modeled the material degradation. For the validation of the DPMs, the numerical results were compared against the data of an already published experimental study. Four different adherend layup sequences: [45/90/ − 45/0]2푠, [90/−45/0/45]2푠, [0/45/90/−45]2푠 and [45/0/−45/0]2푠 were studied based on data extracted
from the mechanical testing, Digital Image Correlation (DIC) and Acoustic Emission (AE).
Good correlations between numerical predictions and averaged experimental linear stiffnesses were found, particularly for the two configurations with the outmost ply at 45∘, for which the difference was lower than 5%. The initial non-linear stage of the global response seems to be governed by the longitudinal bending stiffness, while the subsequent linear behavior is controlled by the longitudinal membrane stiffness of the adherends. Regarding damage initiation, numerical predictions showed to be 11.5%, 7.5%, 29.9% and 6.1%, respectively, more conservative for the four analysed configurations, when compared to the AE results, whose established criterion should be further developed. With respect to the ultimate load, the relative differences between predictions and tests showed significant variability among the tested configurations; specifically the deviations were of: 33.2%, 37.4%, -0.4% and -13.71%.
Despite the encouraging results, an inherent shortcoming of CDMs is the representation of damage in a smeared manner due to the homogenization of the anisotropic material in the modeling process. A blended framework using CDMs to model intralaminar failure and discrete crack models to model interlaminar failure and matrix cracking might lead to more realistic damage patterns. ...
A well-established set of Damage Progression Models (DPMs) in the framework on the Continuum Damage Models (CDMs) were developed as a tool to predict the global response,damage initiation load and ultimate load of the specimens. Hashin 3D, Puck and LaRC05 werethe implemented failure criteria to detect the initiation of damage in the adherends. After thispoint, the elastic properties of the detected damage elements were reduced according to sudden and gradual material degradation models. As for the adhesive, the von Mises criterion was used to detect the damage onset and a linear softening law modeled the material degradation. For the validation of the DPMs, the numerical results were compared against the data of an already published experimental study. Four different adherend layup sequences: [45/90/ − 45/0]2푠, [90/−45/0/45]2푠, [0/45/90/−45]2푠 and [45/0/−45/0]2푠 were studied based on data extracted
from the mechanical testing, Digital Image Correlation (DIC) and Acoustic Emission (AE).
Good correlations between numerical predictions and averaged experimental linear stiffnesses were found, particularly for the two configurations with the outmost ply at 45∘, for which the difference was lower than 5%. The initial non-linear stage of the global response seems to be governed by the longitudinal bending stiffness, while the subsequent linear behavior is controlled by the longitudinal membrane stiffness of the adherends. Regarding damage initiation, numerical predictions showed to be 11.5%, 7.5%, 29.9% and 6.1%, respectively, more conservative for the four analysed configurations, when compared to the AE results, whose established criterion should be further developed. With respect to the ultimate load, the relative differences between predictions and tests showed significant variability among the tested configurations; specifically the deviations were of: 33.2%, 37.4%, -0.4% and -13.71%.
Despite the encouraging results, an inherent shortcoming of CDMs is the representation of damage in a smeared manner due to the homogenization of the anisotropic material in the modeling process. A blended framework using CDMs to model intralaminar failure and discrete crack models to model interlaminar failure and matrix cracking might lead to more realistic damage patterns.
Bonded FRP/steel deck-to-girder connections
Renovation of movable bridges
Connecting FRP decks to the steel girders can either be done mechanically (bolts), chemically (bonded) or in a hybrid fashion. Adhesively bonded connections do not require drilling in the FRP deck, thereby increasing its durability, have a more uniform stress distribution and fabrication costs are lower compared to bolted connections. Complex stress states and strength prediction of a bonded joints are yet not fully understood, therefore rarely being applied in primary load bearing structures like bridges.
This thesis focuses on the stress analysis and strength prediction of adhesively bonded connection between FRP decks and steel girders. An existing bridge, representative for renovation projects, is considered as case study. Its former bridge deck is replaced by a FRP deck and adhesively bonded to the steel girders. Structural analysis of the bridge deck performed with a global and local numerical model, focuses on the stress states in the bonded deck-to-girder connections. Traffic and thermal loads are the governing load cases, which show the largest stress concentrations. Peak stress levels are obtained along the edges and ends of the bonded connection between the FRP deck and secondary girders.
Comparison of results from the global and local model showed significant difference in stress levels and was further investigated. Stress concentration factors are determined to relate the (peak) stresses from the global and local model for different adhesive thickness and elastic modulus. Stress results from the global model are tweaked with the stress concentration factors and compared with strength values from literature. It can be concluded that bonded FRP/steel deck-to-girder connections are critical details in movable bridges. ...
Connecting FRP decks to the steel girders can either be done mechanically (bolts), chemically (bonded) or in a hybrid fashion. Adhesively bonded connections do not require drilling in the FRP deck, thereby increasing its durability, have a more uniform stress distribution and fabrication costs are lower compared to bolted connections. Complex stress states and strength prediction of a bonded joints are yet not fully understood, therefore rarely being applied in primary load bearing structures like bridges.
This thesis focuses on the stress analysis and strength prediction of adhesively bonded connection between FRP decks and steel girders. An existing bridge, representative for renovation projects, is considered as case study. Its former bridge deck is replaced by a FRP deck and adhesively bonded to the steel girders. Structural analysis of the bridge deck performed with a global and local numerical model, focuses on the stress states in the bonded deck-to-girder connections. Traffic and thermal loads are the governing load cases, which show the largest stress concentrations. Peak stress levels are obtained along the edges and ends of the bonded connection between the FRP deck and secondary girders.
Comparison of results from the global and local model showed significant difference in stress levels and was further investigated. Stress concentration factors are determined to relate the (peak) stresses from the global and local model for different adhesive thickness and elastic modulus. Stress results from the global model are tweaked with the stress concentration factors and compared with strength values from literature. It can be concluded that bonded FRP/steel deck-to-girder connections are critical details in movable bridges.
An additional test level has been suggested for elements and details of wind turbine blades. It has been suggested that this level can fulfill many purposes: New concepts, modifications, material combinations and orientations can be tested, partial safety factors of larger scale tests can be reduced or even certifying minor details of the blade can be done at the element and detail level. As such, the focus of this project is to develop a testing method for a simplified trailing edge bonded joint with a custom designed hinged clamping system upon which a compressive moment can be imposed to induce buckling.
The design of this test will initially be based on a semi-analytical buckling plate model, where in-plane and out-of-plane displacements are coupled through the Von Karman strain-displacement relations. This semi-analytical tool is employed to quickly estimate the buckling loads for plates of varying dimensions. Strain-free imperfections can be included in the model for twisted/pre-bent plates in order to estimate their effect on reducing the load-bearing capacity of the structure. The semi-analytical tool is complemented with FE models for all the design parameters.
The semi-analytical and numerical results are compared to demonstrate the agreement of both approaches aimed to provide a sturdy base for the research. Next, the experimental buckling loads and force-displacement curves are shown against the predictions from the previous approaches with good agreement. Nevertheless, the observable discrepancies between the experimental and numerical results showed that the desired joint-fixity at the boundaries was not fully realized, therefore leading to a slightly different post-buckling behavior. In the end, suggestions are given to improve on the experimental clamping system in order to improve and expand the scope of this research. ...
An additional test level has been suggested for elements and details of wind turbine blades. It has been suggested that this level can fulfill many purposes: New concepts, modifications, material combinations and orientations can be tested, partial safety factors of larger scale tests can be reduced or even certifying minor details of the blade can be done at the element and detail level. As such, the focus of this project is to develop a testing method for a simplified trailing edge bonded joint with a custom designed hinged clamping system upon which a compressive moment can be imposed to induce buckling.
The design of this test will initially be based on a semi-analytical buckling plate model, where in-plane and out-of-plane displacements are coupled through the Von Karman strain-displacement relations. This semi-analytical tool is employed to quickly estimate the buckling loads for plates of varying dimensions. Strain-free imperfections can be included in the model for twisted/pre-bent plates in order to estimate their effect on reducing the load-bearing capacity of the structure. The semi-analytical tool is complemented with FE models for all the design parameters.
The semi-analytical and numerical results are compared to demonstrate the agreement of both approaches aimed to provide a sturdy base for the research. Next, the experimental buckling loads and force-displacement curves are shown against the predictions from the previous approaches with good agreement. Nevertheless, the observable discrepancies between the experimental and numerical results showed that the desired joint-fixity at the boundaries was not fully realized, therefore leading to a slightly different post-buckling behavior. In the end, suggestions are given to improve on the experimental clamping system in order to improve and expand the scope of this research.
The present project aims to evaluate and investigate the adhesive performance of carbon fibre reinforced PPS; a reinforced high performance thermoplastic qualified in Airbus and already used on certain structural parts of the helicopter. The surface topography and chemistry were evaluated using an optical microscope, XPS and contact angle measurements before and after two surface treatments; hand sanding and grinding. Adhesive joints were manufactured to analyse its single lap shear (SLS) strength and fracture energy, GIC using three different adhesives and two environmental conditions.
Both surface treatments increased the surface energy, but while sanded samples showed an increase of the dispersive component, APP increased to a large extent the polar part. In addition, after hand sanding the morphology of the surface was modified. For most of test configurations, the specimens failed at the interface, however plasma treated samples showed higher values of lap shear strength and fracture toughness energy.
An accelerated ageing condition was simulated by the storage of the samples in a climate chamber at high temperature and humidity. The effect that these environmental conditions had on the adhesion performance depended to a large extent on the adhesive used; in this case all of the adhesive studied showed different trends on the adhesion properties; the epoxy adhesive designed to withstand high temperatures did not present any effect on the adhesive performance but a common epoxy for structural application showed a softening of the adhesive and therefore a decrease on the shear strength but an increase of the fracture toughness and with respect to polyurethane adhesive, the interface was degraded changing the failure from mixed to adhesive mode.
Finally, CF-PEEK samples were tested in single lap shear after these two surface treatments, showing better results than PPS with the same working parameters. However, some configurations still failed at the interface.
...
The present project aims to evaluate and investigate the adhesive performance of carbon fibre reinforced PPS; a reinforced high performance thermoplastic qualified in Airbus and already used on certain structural parts of the helicopter. The surface topography and chemistry were evaluated using an optical microscope, XPS and contact angle measurements before and after two surface treatments; hand sanding and grinding. Adhesive joints were manufactured to analyse its single lap shear (SLS) strength and fracture energy, GIC using three different adhesives and two environmental conditions.
Both surface treatments increased the surface energy, but while sanded samples showed an increase of the dispersive component, APP increased to a large extent the polar part. In addition, after hand sanding the morphology of the surface was modified. For most of test configurations, the specimens failed at the interface, however plasma treated samples showed higher values of lap shear strength and fracture toughness energy.
An accelerated ageing condition was simulated by the storage of the samples in a climate chamber at high temperature and humidity. The effect that these environmental conditions had on the adhesion performance depended to a large extent on the adhesive used; in this case all of the adhesive studied showed different trends on the adhesion properties; the epoxy adhesive designed to withstand high temperatures did not present any effect on the adhesive performance but a common epoxy for structural application showed a softening of the adhesive and therefore a decrease on the shear strength but an increase of the fracture toughness and with respect to polyurethane adhesive, the interface was degraded changing the failure from mixed to adhesive mode.
Finally, CF-PEEK samples were tested in single lap shear after these two surface treatments, showing better results than PPS with the same working parameters. However, some configurations still failed at the interface.
Finding Venusian Volcanoes
Project Matryoshka
Airborne Wind Power
Design a durable and lightweight wing that can be used for cost-effective traction power generation in a pumping kite power system